HomeMy WebLinkAboutPRODUCT APPROVAL. Florida Building Code Online
Page 1 of 2
Business & Professional. r 1 f
®r
BCIS Home I" In I User Registration I Hot Teel. I submit surcharge I Stats®Facts I Publications I contact Us I SOS site Map I links I Search
Florida-- USER PoOProduct IcAUper oval FILE COPY
`C� ✓ /Ty
Produn Approval Menu > Profta or Appilroo0o Search > Aeolian ion List Appil.Upn Berell�
L VVV
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FLlfi54-R2
Revision
2017
FOR
Approved
Approved
REVIEWED
CODE' COMPLIANCE
ST. LUCIE COUNTY
o
BOCC
POLYGLASS USA
1111 W. Newport Center Drive SCANNED
Deerfield Beach, FL 33442 .
(954) 233-1330 Ext 242 BY.
malpert@polyglass.com
St. Lucie County
Maury Alpert
malpert@polyglass.com
Maury Alpert
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912) 429-8610
MAlpert@polyglass.com
Roo£ng
M ifi d Bitumen RoofSyskem
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Harcicopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
PE-59166
UL LLC
09/13/2021
John W. Knezevich, PE
® Validation Checklist - Hardcopy Received
FL1654 R23 COI 2018 01 COT NIEMINEN.odf
Standard
year
ASTM D6162
2008
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2009
FM 4470
2012
FM 4474
2011
UL1897
2012
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w`/d2bnFgUPv2... 4/8/2019
a Florida Building Code Online
Page 2 of 2
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
10/08/2018
10/13/2018
10/21/2018
12/11/2018
FL#
Model, Number or Name
Description
fi54.
Polyglass SBS and APP
ISBS and APPimddified1 Iitumen)rdofcsye[ems
�Modi0ed. Bitumen Roof
5 strms
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL1654 R23 11 2018 10 FINAL Al ER POLYGLASS MODBIT FL1654-
R23.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure In this application
Evaluation Reports
relates to one particular assembly over concrete
FL1654 R23 AE 2018 10 FINAL ER POLYGLASS MODBIT FL1654-
R23.ndf
deck. Refer to the ER Appendix for other systems
and deck types. 2.) Refer to ER, Section 5 for
Created by Independent Third Party: Yes
other Umits of Use.
eacl near
contact us :: 2601 Blair Shone Road. Tallahassee FL 32399 phone: 850-487-1824
The State of Florida is an AVEEO employer. Coovrioht 2002-2013 State of Florida.:: privacy, Statement :: Arcesslbliity Statement :: Refund Statement
Under Honda law, email addresses are public records. If you do not want your e-mail address released in response to a public-mcprils request, do not send electronic
mail to this artily. Instead, contact the office by phone or by traditional mall. if you have any questions, please contact 850.487.1395. •pursuant to Section 455.275
(1), Findda Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if May have one. The
emaile provided may be used for official communication with the Ilcensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made avallable to the public. To dete0nine if you are a licensee under Chapter 455, FS., please
cla here.
Product Approval Accepts:
®fir amW M
Credit Card
Safe
https://floridabuilding.org/prlpi _app_dtl.aspx?param=wGEVXQwtDgvgqu2w`/d2bnFgUPv2... 4/8/2019
,. Florida Building Code Online
rage i of
BCIS Home ; Login I user Registration I Rot Topl6 I submit surcharge I seats&Facts I Publicatlons I Contact Us I BCls site Map I links I search'
d b
a�r PP FILE COPY
-� Product A roval
USER: Public User �J�/7 / (�
Pmdua Approval Menu > product or Aoolicatlon Seareh > publication List > Applimeon Detal JLC�[
FL# F o3
Application Type Revision
n REVIEWED FOR
Code Version 2017 CODE COMPLIANCE
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
ST. LUCIE COUNTY
BOCC
Gulf Coast Supply & Manufacturing, LLC.
4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352)498-0778
info@gulfcoastsupply.com
Eng David
info@gulfcoastsupply.com
David Eng
14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352) 498-0778
info@gulfcoastsupply.com
David Eng
14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352) 498-0778
david.eng@gulfcoastsupply.com
Roofing
Metal Roofng
SCANNED
BY
St. Lucie County
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Daniel S. Kuhn
PE-75519
Keystone Certifications, Inc.
04/12/2024
Locke Bowden P.E.
2 Validation Checklist - Hardcopy Received
FL11651 R3 COI Cart of Independence 2017-10-09 odf
Referenced Standard and Year (of Standard) Standard
FM 4471
TAS 100
TAS 110
TAS 125
UL 1897
UL 580
year
1992
1995
2000
2003
2012
2006
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSH... 4/8/2019
Florida Building Code Online
Page 2 of 5
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page
Method 1 Option D
10/10/2017
10/12/2017
10/17/2017
12/12/2017
V a Page 1/2*
FL it
Model, Number or Name
Description
11651.1
0.032" Aluminum 5V Crimp
Min 0.032" 5 V Crimp Aluminum Roof Panel over 15/32"
Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL11651 R3 11 FL11651 1 R3 Metal Roof Panel Detail -
s'aned.odf
Verified By: Dan Kuhn, P.E. 75519
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.SPSF
Created by Independent Third Party: Yes
Other: -108.5 psf @ 12" O.C. Install per manufacturers
Evaluation Reports
details. Not for use in HVHZ Zones.
FL11651 R3 AE FL11651 1 R3 0325vCrimo 15-
32PIVWOod NonFIVHZ-signed odf
Created by Independent Third Parry: Yes
11651.2
0.032" Aluminum Gulf Lok
Min 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over
15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL11651 R3 II FL11651 2 R3 Metal Roof Panel Detail -
sinned odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.0PSF
Other: -52.5 psf @ 5 3/16" o.c. fastener spacing. -116.0 psf
Evaluation Reports
@ 5 3/16" o.c. fastener spacing. Install per manufacturers
details. Not for use in HVHZ Zones.
Fl 11651 R3 AE FL11651 2 R3 032G IfL k 16 15-
32PIvwood NonHVHZ-Sion d odf
Created by Independent Third Party: Yes
11651.3
1" 24ga. Gulf Snap
1" Gulf Snap 24 Ga. 17" wide Roof Panel over 15/32" Plywood
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/--131.OPS
Installation Instructions
FL11651 R3 II FL11651 3 R3 Metal Roof Panel Detail -
sloned odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Other: -67.3 psf @ 24" o.c. clip spacing. -131 psf @ 6" o.c.
clip spacing. Install per manufacturers details. For use In
HVHZ Zones.
Evaluation Reports
FL11651 R3 AE FL11651 3 R3 1 24G1Ifs ap 17 15-
32Plvwood HVHZ-sinned odf
Created by Independent Third Party: Yes
11651.4
1" 24ga. VersaLoc
1" VersaLoc 24ga 16.5" Wide Roof Panel over 15/32" Plywood
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-138.5PSF
Installation Instructions
FL11651 R3 II FL11651 4 R3 Metal Roof Panel Detail -
sianed.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Other: -71 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" o.c.
clip spacing. Install per manufacturers details. For use in
HVHZ Zones.
Evaluation Reports
FL11651 R3 AE FL11651 4 R3 24VersaLoc SR 16.5 IS-
32Plvwood HVHZ-snned.pdf
Created by Independent Third Parry: Yes
11651.5
1" VersaLoc .032" Aluminum
1" VersaLoc min .032" Aluminum over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-101.0PSF
Other: -63.3 psf @ 24" o.c. clip spacing. -101.0 psf @ 6"
o.c. clip spacing. Install per manufacturers details. For use in
HVHZ Zones.
Installation Instructions
FL11651 R3 II FL11651 5 R3 Metal Roof Panel Deta±
sioned.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 5 R3 Sin 032VemaLoc
SR 16 15-32Plvwood HVHZ-SIgned.odf
Created by Independent Third Party: Yes
https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsQFc5Ke/b2ffrZeCSH... 4/8/2019
Plorida Building Code Online
Page 3 of 5
11651.6
1.5" 24ga. Gulf Snap
1.5" Gulf Snap 24ga. 16" Wide Roof Panel over 15/32'
Plywood
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.OPSF
Installation Instructions
FL11651 R3 11 FL11651 6 R3 Metal Roof Panel Detall-
signed.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
other: -86.0 psf @ 24' o.c. clip spacing. -108.5 psf @ 12"
o.c. clip spacing. -116.0 psf @ 6" o.c. clip spacing. Install per
Evaluation Reports
F1.11651 R3 AE FL11651 6 R3 1 5 24G1IfSnao 16 15-
32PIv o d HVHZ-sig ed odf
manufacturers detals. For use in HVHZ Zones.
Created by Independent Third Parry: Yes
11651.7
1.5" 24ga. VersaLoc
1.5" VersaLoc min 24ga. 16" wide Roof Panel over 15/32"
Plywood
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-123.5PSF
Installation Instructions
FL11651 R3 II FL11651 7 R3 Metal Roof Panel Detail -
s'oned.udf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ 12"
o.c. clip spacing. Install per manufacturers details. For use In
HVHZ Zones.
Evaluation Reports
FL11651 R3 AE FL11551 7 R3 1.5 24VersaLoc 16 15-
32PI wood HVHZ-signed odf
Created by Independent Third Party: Yes
11651.8
2° 24ga. Me9aLoc
Min 24 Ga. 2" Megal-oc 18" wide Roof Panel over 15/32"
Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.SPSF
Installation Instructions
FL11651 R3 Ii FL11651 8 R3 Metal Roof Panel DetpL
signed.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12"
o.c. clip spacing. Install per manufacturers details. Not for
use in HVHZ Zones.
Evaluation Reports
FI.11651 R3 AE FL11651 8 R3 24VersaLoc IS 15-
32Plvwood NonHVHZ-signed.odf
Created by Independent Third Party: Yes
11651.9
24 Ga. Gulf Lok
Min 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-96.7PSF
Installation Instructions
FL11651 R3 Il FL11651 9 R3 Metal Roof Panel Detail -
signed odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Parry: Yes
Other: -81.75 psf @ 10-114" o.c. fastener spacing. -96.76
psf @ 5-1/8" o.c. fastener spacing.-121.75 psf @ 5-1/8"
fastener spacing. -161 psf @ 5-1/8" fastener spacing. Install
per manufacturers details. Not for use in HVHZ Zones.
Evaluation Reports
F111651 R3 AE FL11651 9 R3 24G If-Qk 16 15-
32Plvwood Non HVHZ-sinned.odf
Created by Independent Third Party: Yes
11651.10
24 Ga. Gulf Seam
Min 24 Ga. Gulf Seam 16" Wide Roof Panel over I0 Wood
Purlins over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-93.5PSF
Other: -93.5 psf @ 18" o.c. Install per manufacturers
details. Not for use in HVHZ Zones.
Installation Instructions
F111651 R3 11 FL11651 10 R3 Metal Roof Panel Deja-L
s aned.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 10 R3 24GulfSeam 16 Ix4 15-
32PIvwo d NonHVHZ- igned odf
Created by Independent Third Party: Yes
11651.11
24 Ga. Gulf Seam
Min 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof
Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.SPSF
Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ 12"
o.c. clip spacing. Install per manufacturers details. Not for
use in HVHZ Zones.
Installation Instructions
FL11651 R3 11 FL11651 11 R3 Metal Roof Panel Detail -
signed.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 11 R3 24GulfSeam 18 15-
32PIvwood NonHVHZ-signed odf
Created by Independent Third Party: Yes
11651.12
126 Ga. 5V Crimp
Min 26 Ga. 5V Crimp Roof Panel over 15132" Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-156.5PSF
Other: -108.5 psf @ 12" ox. fastener spacing. -156.5 psf @
6" o.c. fastener spacing. Install per manufacturers details. For
Installation Instructions
FL11651 R3 fl FL11651 12 R3 Metal Roof Panel Detail -
signed.udf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 12 R3 265vCr mo 15-
use in HVHZ Zones.
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsQFc5Kd/o2frrZeCSH... 4/8/2019
'Florida Building Code Online
Page 4 of 5
32Plvwood HVHZ-sioned.pdf
Created by Independent Third Party: Yes
11651.,P3 '26 Ga. 5V1Crimp
Min �� 5V crm nu�r 19rv^ Pivwpnd
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL11651 R3 fl FL11651 13 R3 Metal Roof Panel Detail -
soned.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-131.PSF
Created by Independent Third Party: Yes
Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf @
Evaluation Reports
16" o.c. fastener pattern. Install per manufacturers details.
FL11651 R3 AE FL11651 13 R3 265vCrimp IS -
Not for use in HVHZ Zones.
32Plvwood Non HVHZ-sipned.odf
Created by Independent Third Party: Yes
11651.14
26 Ga. 5V Crimp
Min 26 Ga. 5V Crimp Roof Panel over ix4 Wood Purlins over
15/32" Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL11651 R3 11 FL11651 14 R3 Metal Roof Panel Detall-
sianed.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-156.5PSF
Created by Independent Third Party: Yes
Other: -108.5 psf @ 12' o.c. fastener spacing. -156.5 psf @
Evaluation Reports
6" o.c. fastener spacing. Install per manufacturers details. For
FL11651 R3 AE FL11651 14 R3 265vCrmo 1x4 15-
32Plvwood NonHVHZ-sioned.odf
use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.15
26 Ga. Gulf Lok
Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL11651 R3 II FL11651 15 R3 Metal Roof Panel Detail -
s'oned odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-161.OPSF
Created by Independent Third Party: Yes
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75
Evaluation Reports
psf @ 5 3/16" spacing. -161.0 psf @ 5 3/16" o.c. fastener
FL11651 R3 AE FL11651 15 R3 26Gulf-ok 16 15-
32Plvwood HVHZ-sianed.ndf
Created by Independent Third Party: Yes
spacing. Install per manufacturers detalls. For use in HVHZ
Zones.
11651.16
26 Ga. Gulf Lok
Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL11651 R3 If FL11651 16 R3 Metal Roof Panel Detall-
somed.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-63.SPSF
Created by Independent Thlyd Party: Yes
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75
Evaluation Reports
psf @ 5 3/16" fastener spacing. -161 psf CO 5 3/16" fastener
spacing. Install per manufacturers details. Not for use in
HVHZ Zones.
FL11651 R3 AE FL11651 16 R3 26G IfLok 16 15-
32Plvwood NonHVHZ-sipned.odf
Created by Independent Third Party: Yes
11651.17
26 Ga. GuIfPBR
Min 26 Ga. Gulf PER Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 II FL11651 17 R3 Metal Roof Panel Detail -
signed.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-154.7PSF
Created by Independent Third Parry: Yes
Other: -59.25 psf @ 24" o.c. fastener pattern.-154.75 psf
Evaluation Reports
@ 12" o.c. fastener pattern. Install per manufacturer details.
FL11651 R3 AE FL11651 17 R3 26GulfPBR 15-
32PIv o d NonHVHZ-signed.odf
Not for use in HVHZ
Created by Independent Third Parry: Yes
11651.18
26 Ga. GuIfPeR
Min 26 Ga. GuIfPBR Roof Panel over 1x4 Wood Purlins over
15/32" Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL11651 R3 II FL11651 18 R3 Metal Roof Panel Detail -
slaned.pdf
Verified By: Dan Kuhn, P.E. 75519
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-151.7PSF
Created by Independent Third Party: Yes
Other: -100.5 psf @ 24" o.c. fastener spacing.-151.75 psf
Evaluation Reports
@ 12" fastener spacing. Install per manufacturer's details.
FL11651 R3 AE FL11651 18 R3 26G IfPBR 1 4 15-
32Plvwood HVHZ-s'aned odf
For use In HVHZ Zones
Created by Independent Third Party: Yes
11651.19
26 Ga. GulfPBR
Min 26 Ga. GuIfPBR over 15132" Plywood
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-154.7PSF
Installation Instructions
FL11651 R3 11 FL11651 19 R3 Metal Roof Panel Detall-
sioned.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Parry: Yes
Other: -60.5 psf @ 24" o.c. fastener spacing.-154.75 psf @
Evaluation Reports
FL11651 R3 AE FL11651 19 R3 26GuIfPBR 15-
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSH... 4/8/2019
Florida Building Code Online Page 5 of 5
12" o.c. fastener spacing. Install per manufacturer's details.
32PIywood HVHZ-s' ned odf
For use In HVHZ Zones.
Created by Independent Third Party: Yes
11651.20
26 Ga. GuIfPBR
Min 26 Ga. GUIfPBR over lx4 Wood Purlins over 15/32"
Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL11651 R3 IT FL11651 20 R3 Metal Roof Panel Detail -
Approved for use outside HVHZ: Yes
sinned.odf
Impact Resistant: N/A
Design Pressure: +N/A/-151.7PSF
Other: -94.25 psf @ 24" O.C. fastener spacing.-151.75 psf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
@ 12" fastener spacing. Install per manufacturer's details.
FL11651 R3 AE FL11651 20 R3 26GUIfPBR 1x4 IS -
Not for use in HVHZ Zones
32Plvwaod NonHVHZ-s'aned odf
Created by Independent Third Party: Yes
Go to Page = d
Back H9M
4D 43 Page 1/ 2 4) d
contact Us:: J6a1 BlalrSitne Road. Tallahassee 32399 More, 850-487-1824
The State of Florida Is an AA/EEO employer. Cumbrian, 3007-2o13 State of Florida.:: Pdvaav, Statement :: Actmual him, Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'pursuant to Section 455.275
M, Florida StatlAes, effective October 1, 2012, licenses licensed under chapter 455, F.S. must provide the Dapartment with an email address If they have one. The
emails provided may he used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide line Department with an email address which can be made available to line public. To determine If you are a licensee under chapter 455, F.s., please
dick here .
Produce Approval Accepts:
99 M
'e-,m
� securityAt6TAICS
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5KD/`2frrZeCSH... 4/8/2019
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC,
26 Ga. SV Crimp Roof Panel over 15132" Plywood
Florida Product Approval #11651.13 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 —D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing,
14429 SW 2nd Place, Suite G30
Newberry, FL 32669
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
FL# 11651.13 R3
LLC.
SCANNED
BY
St. Lucie County
_\GE/VS� •.'L
* : No. 75519
A STATE OF ',,NAL 01ND/06/2017
_i_'��__
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description:
5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof panel with fasteners in the panel flat over minimum'shi" plywood decking.
Non Structural application.
Panel Material/Standards:
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: a/a" Major Rib
Panel Fastener:
#9-15xl.5" with sealing washing in the flat of the panel or approved equal,
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description:
Minimum 15hz" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/ Florida Building Code 2017.
Design Uplift Pressures:
Table "A"
Maximuio.Tofal UplifbDesign:Pressure ,94:25 psf, 131, O;psf
Fastener Pattern 12"-12" 9.5"-2"-9.5"
F,astene0attern Spacing
Design Pressure includes a Safety Factor = 2.0.
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-12 - Uplift Test for Roof Covering Systems,
Reference Data: 1. UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-0053T-05 & 117-0331T-08
2. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
Test Standard Equivalence:
1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test
standard.
Quality Assurance Entity:
The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range:
Minimum Slope shall comply with Florida Building Code 2017, including
Section 1507.4.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation:
Install per Manufacturer's recommended details.
Underlayment:
Shall comply with Florida Building Code 2017 section 1507.1.1.
Roof Panel Fire Classification:
Fire classification is not part of this acceptance.
Shear Diaphragm:
Shear Diaphragm values are outside the scope of this report.
2017
Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
ENGINEER LOAD TABLE: 26 Ga. SVCrimp Roof Panel over 15/32" Plywood
Bulldin�gs;having a RgofjMeariL
elgbt52Q O Roof S ope 2�L1Z 12 /12 Gable or?lilp Roof DWI d Speeds 120
=1800mpf +Exposure„G Rlsk;�ategory
II;,Endosed'.Building§based on Flonda'.B illding,Code
,....
120
130
140
150
160
170
180
WHND
FASTENER
SUBSTRATE
SPEED
(MIN.
Penetration)
(MIN. 15/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
ZONE i,j'
#9 15x,1.5
�,,V,PTIywood
PE
1 +TYPE 1
, 6 �TYPE�1%
TYPE 1,
x16 TYPE;?
16 3YPE�7
16" TYPE t
,
y
N76k
ZONE 2
#9-15x1.5"
Plywood
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
`.fi.r
>' .�
ZONE 3,_
#9 15x15
Plywood ye
�16^TYPE 1�.16
TYPE 1
�`76 TYPE 116
TYPE tz�
Qt6 TYPE 1M
16TYPE2.
76 TYPE•2_
1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W/ MIN.'/4" PENETRATION.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -94.25 PSF® 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0
PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.) PLYWOOD DECKING: MIN. 15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
ZONE 2 HIP ROOF
ZONES )
------------------
RIDGE
ZONE
Note: Dimension (a) is defined as 10% of the minimum width of the building or
a 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
less than either 4% of the minimum width of the building or 3 feet.
TYPE 1 FASTENER PATTERN
(1) #9 15 x 1-1/2" HWH w/Sealing Washer
1211 1211
At Panel Lapp
ZONE 2 GABLE ROOF.
771a
TYPE 2 FASTENER PATTERN
RIDGE ; (1) #9-15 x 1-1/2" HWH w/Sealing Washer
L_____ __ ________
}__1
--------------------- a
I
ZONE 1
---------------------
FL# 11651.13 R3 • OCTOBER
Florida Building Code Online
Page 1 of 2
I Mom MIAN
71 ..
acts Home I IN In I User Registration' Hot Toplo Submit Surcharge ) Stats®Facts Publications ( contact Us I BUS Site Map I Links I Search,
dbpr g a• Product Approval
FILE COP` USER: Public User /
PmaaR AooroProProductAo val Menu > Product or olication SearcM1 > Application List ApPliuGon netail
I #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
. 1602-R7
Revision 2017 REVIEWED FOR
Approved CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
Owens Corning Roofing and Asphalt, LLC
One Owens Corning Parkway
Toledo, OH 43645
(740) 321-6345
Greg.Keeler@owenscoming.com
Keeler Greg
Greg.Keeler@owenscorning.com
Greg Keeler
2790 Columbus Road
Granville, OH 43023
(740) 321-6345
greg.keeler@owenscoming.com
Rddfldg
AKUiCddr1a7m"tsj
SCANNED
BY
St. Lucie County
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
PE-59166
Intertek Testing Services NA, Inc. - QA Entity
12/31/2020
John W. Knezevich, PE
d Validation Checklist - Hardcopy Received
FL11602 R7 COI 2018 01 COI NIEMINEN.odf
Standard
ASTM D1970
ASTM D226 (physicals)
ASTM D4798
FRSA/TRI April 2012
TAS 117(B)
Year
2015
2009
2011
2012
1995
https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeHY... 4/8/2019
Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
08/16/2018
10/08/2018
08/23/2018
10/18/2018
FL #
I Modelf Number or Name
Description
81602-1
TtanTum RoofUnd2rla. menu"•
-Synthe' see p oofiunderlayme -
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11602 R7 If 2018 09 FINAL2 ER OWENS
Approved for use outside HVHZ: Yes
CORNING FL11602-R7.odf
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-45
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use
Evaluation Reports
of a specific underlayment system beneath foam -on tile
FL11602 R7 AE 2018 09 FINAL2 ER OWENS
sytsems. Refer to ER Section 5.6.3 for details. 2.) Refer to ER
CORNING FL11602-117.0df
Sections 5 and 6 for other Limits of Use.
Created by Independent Third Party: Yes
Back Noxt
contact :: 2601 Blair Stone Road. Tallahassee K 32399 None, 850.487-1824
rue State of Florida is an AAIEW employer. Cowrloh[ 70m7-2013 State mf Flerlda.:: Privacy Statement :: Accessibility Statement :: Refured Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send eleamnlc
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.275
(1), Florida statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The
emails pmvided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under chapter 455, F.S., please
click bem.
Product Approval Accepts:
0 9q Kte_cl a
scctlritym Erlli
https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEV XQwtDgsQFc5K%2fFrZeHY... 4/8/2019